2017
DOI: 10.1016/j.asr.2016.10.008
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Satellite radar altimetry water elevations performance over a 200 m wide river: Evaluation over the Garonne River

Abstract: For at least 20 years, nadir altimetry satellite missions have been successfully used to first monitor the surface elevation of oceans and, shortly after, of large rivers and lakes. For the last 5-10 years, few studies have demonstrated the possibility to also observe smaller water bodies than previously thought feasible (river smaller than 500 m wide and lake below 10 km 2). The present study aims at quantifying the nadir altimetry performance over a medium river (200 m or lower wide) with a pluvio-nival regi… Show more

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Cited by 105 publications
(105 citation statements)
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“…Altimetry-derived heights are automatically obtained from the GDR data using the Multi-mission Altimetry Processing Software (MAPS) that is commonly used for the selection of valid altimetry data and their processing over land and ocean [18][19][20]. More details on MAPS can be found in Frappart et al [21].…”
Section: Altimetry Data Processingmentioning
confidence: 99%
“…Altimetry-derived heights are automatically obtained from the GDR data using the Multi-mission Altimetry Processing Software (MAPS) that is commonly used for the selection of valid altimetry data and their processing over land and ocean [18][19][20]. More details on MAPS can be found in Frappart et al [21].…”
Section: Altimetry Data Processingmentioning
confidence: 99%
“…MAPS allows a refined selection of the valid altimetry data to build several virtual stations where a SSH time series over the Remote Sens. 2018, 10, 93 8 of 22 ocean [39] or water levels over rivers and estuaries [38,40,41] can be constructed. The altimetry-based SSH were automatically computed along the track by MAPS at a 20-Hz frequency rate (i.e.,~0.35 km along the track) for Envisat, ERS-2, Jason-1, and Jason-2, and at 40 Hz (i.e.,~0.18 km along the track) for SARAL.…”
Section: Ssh Processing and Editingmentioning
confidence: 99%
“…If the primary peak of flooding that occurs in June clearly appears for all the stations, the secondary peak of August-September is not well marked for all the stations. This could be due to either local differences in the hydrodynamics of the river or due to the low temporal frequency of acquisition of the altimeters that is not sufficient to fully capture all specificities of the hydrological cycle (see Biancamaria et al, 2017 for instance). Latitudinal differences can also be noticed (Fig.…”
Section: Spatio-temporal Dynamics Of Surface Water Levels In the Mackmentioning
confidence: 99%